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HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORS Florida Building Code Online Page 1 of 2 Business &FLORCOA OSPAPTVVVT OF Professional 4,s.,d.� ,,,ntii, BQS Home I Log In E User Registration I Hot Topics Submit Surcharge Stats&Facts Publications I contact Us BCIS Site Map Links Search db, 0ProductApproval yt USER:Public User Product Approval Menu>Product or ADDlication Search>Application List>Application Detail FL# FL27914-R2 Application Type Revision Code Version 2020 REVIEW Application Status Approved E� ��.� Comments CODE E COMPLIANCE Archived ElSTa LUCIE COUNT`' Product Manufacturer Tecnoglass LLC. E30c`" Address/Phone/Email 3550 nw 49 street (305)342-0890 O ssabagh@eswllc.com Authorized Signature ]alai Farooq File Copy veronica@afceng.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed ]alai Farooq the Evaluation Report Florida License PE-81223 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 02/19/2036 Validated By JAVAD AHMAD PE,INC. ® Validation Checklist-Hardcopy Received Certificate of Independence FL27914 R2 COI SS-Certificate of Indeoendence.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2013 ASTM E1996 2014 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code hqs://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvNL6Whvr42... 7/26/2021 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 03/31/2021 Date Validated 04/01/2021 Date Pending FBC Approval 04/05/2021 Date Approved 06/08/2021 Summary of Products FL# Model,Number or Name Description 27914.1 Series"2400 ST"Aluminum Sliding Small missile impact resistant aluminum sliding glass door. Glass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL27914 R2 II SS-2400ST SGD(SMI)-DWG 18-81F Approved for use outside HVHZ:Yes (2020). df Impact Resistant:Yes Verified By:]alal Farooq PE#81223 Design Pressure:+131/-142 Created by Independent Third Party:Yes Other:See drawing 18-81F for span vs load combination Evaluation Reports and installation details. FL27914 R2 AE SS-2400 ST SGD(SMI)-PAE 2020.odf Created by Independent Third Party:Yes 27914.2 Series"2400 ST"Aluminum Sliding Large missile impact resistant aluminum sliding glass door. Glass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL27914 R2 II SS-2400ST SGD(LMI)DWG 21-21F Approved for use outside HVHZ:Yes 2020.odf Impact Resistant:Yes Verified By:Jalal Farooq PE#81223 Design Pressure:+131/-131 Created by Independent Third Party:Yes Other:See drawing 21-21F for span vs load combination Evaluation Reports and installation details. FL27914 R2 AE SS-2400ST SGD(LMI)-PAE 2020.pdf Created by Independent Third Party:Yes Back Next Contact Us:;2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: WN I Credit Card _ _ Safe 0 No 6cepfton taken Rejected ❑ Make Corrections as Noted ❑ Submit Specified Item ❑ Review and Resubmit ❑ Not Reviewed Submittal is reviewed only all to general conformity withdesign concept of the Project and general compliance with the information given in the Contract Documents.Corrections and/or comments made as part of this submittal review do not relieve contractor of responsibility from conformance with the Contract Documents,applicable codes,and laws-all of which have priority over this submittal.The design professional does not warrant or represent that the information wi!bin the submittal is either accurate or complete.Sole responsibili`nr for correct design,details,and dimensions shall remain with the party providing ft submittal.Contractor is responsible for all dimensions,qua - ' S and performance requirements to be confirmed and correlated at a job site;for at information that pertai solely to the fabrication processe r to techniques of construction;for all dination of the work of all trade or assuring 0onsistency with th C ntract Documents;and for pe King the work in a and satisfactory m no sW JAMES G RCHIT T. AR0009780 aevlewod f Dam r et 2021 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvNL6Whvr42... 7/26/2021 N Z 0 p N 0 ZZ %N Q Q E z ° 0 w0`O R o'&a 8 OD.00q�p 0°��N'� 3 �D o Z J Q W 7 LL N Z N O Q 2Wmf .J n O � 0 m SERIES-24005T ALUMINUM SLIDING GLASS DOOR SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. USING CHARTS ON SHEETS 3 SELECT ANCHOR OPTION 9 J L (1/4" MAX. SHIM) WITH DESIGN RATING MORE THAN DESIGN _ N� !2LOADS REQUIRED. �7 LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR ~� Q t n J M CHARTS HEAD & SILL WILL APPLY TO ENTIRE SYSTEM, � O WHEN SHIM AT JAMBS EXCEED 1/4", LOWER DP FROM GLASS, O z n ANCHOR CHART (HEAD/SILL ON SHEET 3) OR JAMB CHART (SHEET 6) J Z R SHALL CONTROL FOR ENTIRE ASSEMBLY SYSTEM. �� W M DOORS MUST COMPLY WITH EGRESS REQUIREMENTS AS F APPLICABLE PER FBC. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 2 TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS H d AND INSTALLED PER MANUF S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. ° MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 3/31/2021 FL #27914 •° COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ``TTTII111TTT�F REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE &ADOPTED STANDARDS. A INST IATON OFACTOR TO BHISEPRODUICTEBASOR THE D ON SELECTITHIS ON. PURCHASE EVALUATION ���� �,';uT i��i'' THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ON THIS DOCUMENT. ` ��'' uCENgF•'•, �� O OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 8-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF I WATER INFILTRATION RESISTANCE ETC. ALTERED BY ANY MEANS. No.81223 2 I CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED AND TO BE REVIEWED BY BUILDING OFFICIAL. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD IE.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER V iiifff DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ST dfOWln a no. ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE � � 9 MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW. '�� •• ` `IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. 21—21 F AND P.E.D.SHALL BEAR THE DATE D ORIGINAL SEAL AND slcruruRE OF ��i S �`� LABELING TO COMPLY WITH SECTION 1709.9.2. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. '�� fill TTAA`A� sheet 1 of 10 194 1/4' MAX. �� 4 DOOR FRAME WIDTH CLUSTER OF ANCHORS M AT MTG.STILE &INTERLOCK AT 2-1/2'O.C. FALSE MUNTIN Z tr / 5' TMp, SEE HEAD ANCHOR CHARTS OPTIONAL 0_ 5„ 2 1 2- MAX. ON SHEET 3 2 1/2" MAX. HEAD/SILL {� - C -- _ FOR QUANTITIES f Z la CLUSTER OF HEAD ANCHORS CORNERS HEAD/SILL rSEE CHARTS ON SHEET 3 � 1 1 1 1 1-11, CORNERS --/ FOR QUANTITIES mot cy 11 0 11 1 t- Q ZOO N 36 •�l11 � i� ;✓ tug. N O • w � m n F E� 2 � C' W = N ,I_-_-_____ Xx` yy m 3 3 W MI Q 11 s rqi - Q !2 �4y Nan n 3-i 2, 3 OR 4 ANCHORS 1p AT 2-1/2"O.C. \ - II W O p m AT FRAME SILL i II I[7 (SEE ANCHOR CHART SHEET 3) w li N M 11 B D 44 5/8' 44 5/8" �2 1/2' m FREE STANDING JAMB OPTION W/ SIDE JAMB ANCHORS Iwo °- O.L. OPG. D.L. OPG. Tom• (120- MAX. DOOR FRAME HEIGHT USING ITEMS #35 OR #36) 50 1/4' NOM. 2 1/2' v _ TYP 4, 6 OR 8 ANCHORS PANEL WIDTH 50' NOM. AT MTG. STILE& INTERLOCK iO PANEL WIDTH AT 2-1/2'O.C. SEE SILL ANCHOR CHART ON SHEET 3 TYPICAL ELEVATION FOR CAPACITY TESTED UNIT (OXXO) (LOWER CAPACITY OF HEAD OR SILL MAY CONTROL) y 0 m o N \�111 1 1 11 F 11 M / „�```�P�VIGEN3Lc�'�ii m q No.811222 DAYLITE QPENIN0 DLO WIDTH - FIX. PANEL MOTH - 5.625' STA !f(/�� dfaWing no. DLD WIDTH -OPER. PANEL WIDTH - 5.375" ALTERNATE SIZE UNITS: 3/31/2021 DLO HEIGHT- FRAME HEIGHT 5.500" MAX. FRAME AREA OF DOORS NOT TO EXCEED i PANEL HEIGHT- FRAME HEIGHT - 1.875' TESTED FRAME AREA OF 178 SQ. FT. FL #27914 MATERIAL MANP./SUPPLIER REMARKS (� DESIGN LOAD CAPACITY - PSF ITEM NO. ART NUMBER QUANTITY DESCRIPITON / 1L �I I PANEL WIDTH DOOR_ 9/16" GLASS 1 2400ST-038 1 FRAME HEAD 6063-TB/6005-TS - to NOMINAL MCHES News EXT.(+)/INT.(-) to 2400ST-058 1 ALT. FRAME HEAD 8083-78 - Z �m 7 w 30 131.0 2 2400ST-039 1 FRAME SILL 8D05-T5 - � F y 36 131.0 2A 2400ST-010 1 ALT. FRAME SILL 6005-T5 !{1�Z 42 98 131.0 3 2400ST-042 2 FRAME JAMB 6063-T6 4 n 48 131.0 3A 2400ST-001 2 ALT. FRAME JAMB 6063-T6 - O w Np IS 54 117.8 4 24005T-00B i/MOV. PANEL MOVING HORIZ. BOTT. RAIL 6063-T6 - a d t� � 60 106.0 4A 2400ST-069 1/MOV. PANEL ALTERNATE MOVING HORIZ.SOTT. RAIL 6063-TO - p idi. 30 131.0 5 1 2400ST-009 1/FIX. PANEL FIXED HORIZ. BOTT. RAIL 8063-TB - C t y n 36 131.0 B 24005T-006 1/MOV.PANEL TOP MOVING RAN. 6063-76 - C 42 102 131.0 7 2400ST-007 1/FlX. PANEL TOP FIXED RAIL 6063-T6 - 0 4 C G g 4B 131.0 B 2400ST-004 1/FlX. PANEL JAMB FIXED STILE 6063-T6 - O.6�K °Q 54 117.8 U7 9 2400ST-002 1 JAMB FIX. STILE/LOCK STILE 6063-T6 - 2 O N 30 131.0 M 10 2400ST-037 1/PANEL INTERLOCK 6005-T5 - Z N 36 108 i31.0 - 11 2400ST-005 1 MEETING STILE 6005-T5 - o 42 131.0 OW 12 24005T-012 1 THRESHOLD FILLING TRACK(LENGTH OPNG. WIDTH BETWEEN FIXED PANELS) 6063-TB - Q 4B 131.0 Li 0 13 2400ST-011 - SILL TRACK ANCHOR 8005-TS - 30 131.0 U 13A - 4/CUP 1/4-20 X 3/4"LG.SOCKET HEAD CAP SCREWS ST/ST 36 131.0 Z 14 2400ST-019 1 HEAD ADAPTER (LENGTH - OPNG. WIDTH BETWEEN FIXED PANELS) 6063-T6 - 42 114 131.0 z Z 15 2400ST-031 2 SILL TRACK PLATE (5-1/4"X 1/4"X 4"LONG) ALUMINUM AT EACH END "J� 'n 48 131.0 0 75A 2400ST-031 3 SILL TRACK PLATE(5-1/4",X 1/4"X 9"LONG) ALUMINUM AT INTERLOCK/ASTRAGAL STILES o I 30 131.0 In 2 2400ST-032 - MTG. RAIL THRESHOLD SEAL 6063-T5 6"LONG g e 36 119-1/2 131.0 11 #10 X 1/2" 2 WEATHERSTRIP FASTENERS 42 131.0 18 V-027 - BULB W'STRIPPING VINYL FP-712 PROTOTYPE R 48 131.0 Z= 19 WV-2310 - FLAP WEATHER SEAL VINYL WIBORG 8 30 120.0 Z U_' 20 V-026 - BULB W'STRIPPING NNYL FP-198 PROTOTYPE 9 1 w 36 120.0 Q W _ - ULTRAFAB J N 120 F-2 21 W31265NK FIN PILE W'STRIPPING U1 4. 42 120.0 U1 W 22 0250X270 - 0-LON W'STRIPPING - SCHLEGEL V) 48 120.0 Q 24 V-020 AS READ. GLAZING GASKET(9/16"IMPACT GLASS), DUROMETER 75f5 SHORE A VINYL WV-1429 WIBORC N M 30 120.0 tL t1 - pppq 26 PR03-6005 2/MOV. PANEL TANDEM PLASTIC WHEELS IN METALLIC HOUSING DUAL ROLLERS 36 126 120.0 r C) 26A PR03-6000 2/MOV. PANEL TANDEM WHEEL ASSEMBLY ST.STEEL INTERLOCK w O Z �n 42 120.0 3 OQ 27 - 1 STANDARD MORTISE LOCK ST. STEEL INTERLOCK �U�yyJI 5d 48 120.0 1n 28 - 1/LOCK LOCK KEEPER,AT 41-1/2"FROM BOTTOM PLATED STEEL INTERLOCK N F M D 30 120.0 0< 29 - - DOOR BUMPER - 1'DIA X 3/4"LONG 36 132 120.0 0 30 2400ST-040 AS REDD. INSIDE SCREEN TRACK 6063-T6 - 42 120.0801 uJ 31 110 X 1-1/2" 2/ PANEL PANEL ASSEY. SCREWS ST/ST - 48 120.0 Z Li_j 32 /10 X 1" 2/CORNER FRAME ASSBY. SCREWS - - 33 - 2 4-1/4"X .060" X 8"LONG PLATE ALUMINUM AT FRAME JAMB BOTTOM 34 - - 5/8"X 1-1/2"X .1"PLATE O LOCK STILE BOTTOM ALUMINUM FASTENED W/ #6 X 3/8"FH SMS o 1/4"HEAT STREN'D GLASS 35 2400ST-071 1 FREE STANDING JAMB (FIX. SIDE) 6005-T5 .090" Interlayer - _ 38 24005T-072 i FREE STANDING JAMB (OPERABLE SIDE) 6005-T5 - m v SentryGlas SEALANTS: By 'Kuromy America, Inc.' LOCK: if4"HEAT STREN'D GLASS SURFACE MOUNT METALLIC HANDLE AT 41-1/2" FROM BOTTOM ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND FASTENED TO LOCK STILE WITH HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH F SILICONE (2) #8 X 1/2" FH SMS WHITE/ALUM COLORED SEALANT. ,�o F DOWSIL 995 SURFACE MOUNT METALLIC 3 PLY DUAL HOOK LOCK i 41-1/2" FROM BOTTOM ``L\1111111/IAA c 2 yl FASTENED TO LOCK STILE WITH - \L65 (2) 1{70 X 1"FH SMS EN3g• CG n iI! SURFACE MOUNT METALLIC KEEPER AT 41-1/2" FROM BOTTOM T o R O FASTENED TO FRAME JAMB AND ASTRAGAL STILE WITH NO.8122 0 24 (3) #8 X 3/4" PH SMS ��1•: I' *=_ S � $ NOTE: i drawing no. GLASS CAPACITIES ON THIS SHEET ARE 3/31/2021 BASED ON ASTM E1300-09 (3 SEC. GUSTS) �� �� 21-21 F AND FLORIDA BUILDING COMMISSION FL #27914 �2 , L5``` LA ` sheet 2 of 10 C-L•e2INC- DETAIL DECLARATORY STATEMENT DCA05-DEC-219 Tt NTI LL DESIGN LOAD CAPACITY - PSF (HEAD ANCHORS) DESIGN LOAD CAPACITY - PSF (SILL ANCHORS) 4 V ANCHORS TYPE 'A' ANCHORS TYPE 'R' ANCHORS TYPE 'C' ANCHORS TYPE 'D' 7 N 2 ANCHORS S ANCHORS 4 ANCHORS 5 ANCHORS 2 ANCHORS S ANCHORS 4 ANCHORS 2 ANCHORS S ANCHORS 4 ANCHORS 2 ANCHORS S ANCHORS 4 ANCHORS 1 AT FREE AT FREE AT PRFE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREB AT FREE Z h j SAND.JAMB STAND.JAMB STAND.JAMB STAND.JAMB STAND.JAMB STAND.JAMB STAND.JAYS STAND.SAME STAND.JAMB STAND.JAMB STAND.JAPE STAND.JAW STAND.IAES 4 ANCHORS 6 ANCHORS 8 ANCHORS 10 ANCHORS 4 ANCHORS 8 ANCHORS 8 ANCHORS 4 ANCHORS 6 ANCHORS 8 ANCHORS 4 ANCHORS 6 ANCHORS 8 ANCHORS F W n la AT YTG. AT MTG. AT MTG. AT MTG. AT MTC. AT Im. AT MTG. AT M. AT MTG. AT MTG. AT LTC. AT M. AT MTG. Q 0. MILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS g�ONy`m v PANEL WO TH DOOR N NOMINAL FRAME HEX: EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXi. (+) EXT. (+) EXT. (+) PANEL NNCHES FRAME HEIG EM. (+) E T.. (-3 DR. (+) O W INCHES INCHES INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT.(-) INT. (-) INT. (-) INCHES INCHES INT. (-) INT. (-) INT. (-) p III 30 115.6 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 30 131.0 131.0 131.0 O y of 36 26.3 131.0 131.0 131.0 122.3 131.0 131.0 130.3 131.O 131.0 36 122.3 131.0 131.0 Vcf p 42 82.6 123.9 131.0 131.0 104.9 131.0 131.0 111.7 131.0 131.0 42 9fi 104.9 131.0 131.0 NOTE: C a Ir 48 96 72.3 108.4 131.0 131.0 91.8 131.0 131.0 97.6 131.0 131.0 48 91.8 131.0 131.0 i,ANCHOR CAPACITY BASED ON MAX. 1/4"SHIMS O t AT HEAD/SILL AND JAMBS. 54 64.2 98.3 117.8 117.8 81.6 117.8 117.g 86.9 117.E 117.8 54 81.8 117.8 117.E Q'H 67 O q 60 57.8 86.7 106.0 106.0 73.4 106.0 106.0 78.2 106.0 106.0 60 73.4 106.0 106.0 2.FREE STANDING JAMB (W/O SIDE JAMB ANCHORS) Q 3 N LIMITED TO 120"MAX. SPAN. LL Z Y)_a 30 108.8 131.0 131.0 131.0 131.0 131.0 131.0 131,0 131.0 131.0 30 131.0 131.0 131.0 J m Q J 36 90.7 131.0 131.0 131.0 115.1 131.0 131.0 122.7 131.0 131.0 38 115.1 131.0 131.0 Q M E 42 102 77.7 116.6 131.0 131.0 98.7 131.0- 131.0 105.1 131.0 131.0 42 102 98.7 131.0 131.0 48 68.0 102.0 131.0 131.0 86.4 129.5 131.0 92.0 131.0 131.0 48 88.4 129.5 131.0 54 60.4 90.7 117.5 117.8 76.8 115.1 117.8 81.8 117.8 117.8 54 76.8 115.1 117.8 3D 102.5 131.0 131.0 131.0 130.5 131.0 131.0 131.0 131.0 131.0 30 130.5 131.0 131.0 I� 36 108" 85.6 128.4 131.0 131.0 108.7 131.0 131.0 115.9 131.0 131.0 36 108" 108.7 131.0 131.0 o n 42 73.4 110.1 131.0 131.0 93.2 131.0 131.0 99.3 131.0 131.0 42 93.2 131.0 131.0 g 48 64.2 96.3 1Z%.4 131A 81.6 122.3 13t.0 86.9 130.3 131.0 48 81.6 122.3 131.0 tNi1 30 97.3 131.0 131.0 131.0 123.6 131.0 131.0 131.0 131.0 131.0 30 123.6 131.0 131.0 36 114 61.1 121.7 131.0 131.0 103.0 131.0 131.0 109.8 131.0 1 31.0 38 114 103.0 131.0 131.0 42 69.5 104.3 131.0 131.0 88.3 131.0 131.0 94.1 131.0 131.0 42 88.3 131.0 131.0 rn 48 60.8 91.3 121.7 131.0 77.3 115.9 131.0 82.3 123.5 131.0 48 77.3 115.9 131.0 N 30 92.9 131.0 131.0 131.0 117.9 131.0 131.0 125.6 131.0 131.0 30 117.9 131.0 131.0 to 36 77.4 116.1 131.0 131.0 98.3 131.0 131.0 104.7 131.0 131.0 36 119-1/2 98.3 131.0 131.0 119-1/2 J 42 68.3 99.5 131.0 131.0 84.2 131.0 131.0 89.7 131.0 131.0 42 84.2 131.0 131.0 N 3 J`O 48 58.0 87.1 116.1 131.0 75.7 128.4 131.0 78.5 117.8 131.0 48 73.7 126.4 131.0 Z Z I` 30 92.5 120.0 120.0 120.0 117.4 120.0 120.0 120.0 120.0 120.0 30 117.4 120.0 120.0 W o 36 120 77.1 115.6 120.0 120.0 97.9 120.0 120.0 104.3 120.0 120.0 36 120 97.9 120.0 120.0 F-raj 42 66.1 99.1 120.0 120.0 83.9 120.0 120.0 89.4 120.0 120.0 42 83.9 120.0 120.0 48 57.8 86.7 115.6 120.0 73.4 110.1 120.0 78.2 117.3 120.0 48 73.4 110.1 120.0 30 88.1 120.0 120.0 120.0 111.6 120.0 120.0 119.2 120.0 120.0 30 111.8 120.0 120.0 36 126 73.4 110.1 120.0 120.0 93.2 120.0 120.0 99.3 120.0 120.0 36 128 921 3.2 17C 120.0 42 62.9 94.4 120.0 120.0 79.9 119.8 120.0 85.1 120.0 120.0 42 79.9 119.8 120.0 48 55.0 82.6 110.1 120.0 69.9 104.9 120.0 74.5 111.7 120.0 48 69.9 104.9 120.0 cc 30 84.1 120.0 120.0 120.0 106.8 120.0 120.0 113.7 120.0 120.0 30 105.8 120.0 120.0 36 70.1 105A 120.0 120.0 B9.0 120.0 120.0 94.8 120.0 120.0 36 132 132 69.0 120.0 120.0 42 80.1 90.1 120.0 120.0 76.3 114-A 120.0 81.2 120.0 120.0 42 76.3 114.4 120.0 °1 4g 52.5 78.8 105.1 120.0 86.7 100.1 120.0 71.1 106.6 120.0 48 66.7 100.1 120.0 o m ._.9 -4 o m NOTE: ```1111IU II lli °c SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. �1 ,'••F �,'i� USE CHART ON THIS SHEET TO DETERMINE HEAD OR SILL ANCHOR CAPACITIES. ``��': �10ENSF''•. �� LOWER DESIGN PRESSURES FROM GLASS, HEAD OR SILL ANCHOR CHARTS WILL APPLY 9 TO ENTIRE SYSTEM WITH 1/4" MAX. SHIM (HEAD/SILL/JAMB), No.81223 WHEN SHIM AT JAMB EXCEED 1/4" THE JAMB CHART (SHEET 6) SHALL CONTROL FOR THE ENTIRE ASSEMBLY. SEE SHEET 5.1 FOR ANCHOR DESCRIPTION 8T F : drawing no. 3/31/2021 %, .• ` 21-21F FL #27914 ��� I 1�1A11`` sheet 3 of 10 4. V CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY SEE SHEETS 5 do 6 FOR FRAME ANCHOR INSTALLATIONS. Z m N Q r m N� LN ri. FRAME WIDTH 14 AT HEAD O `0 0 12 AT SILL w u A C rat .._........_... T to M, 0— oa 8 0d,p: 3 LL 9 D --- I 0:1 z o ---- 4 Z m ti M OX(SHOWN) EXTERIOR "a' 2 0 Q J XO wm5 i N FRAME WIDTH IS AT HEAD o: 12 AT SILL n U F G q W 1� Q ¢ (/7 N (�3-j OXO EXTERIOR O Z 1'n Z0 N M FRAME WIDTH 14 AT HEAD 12 AT SILL A C 0 m w E ii c v OXXO EXTERIOR m APPROVED CONFIGURATIONS �111111111111 (4 PANELS OR LESS) NO.S1229 AJ 8T E F ; � drawing no. 3/31/2021 FL #27914 111 111\ sheet 4 Of 10 18Y OR TYPICAL ANCHORS WOOD BUCK �� + LL IN O MTG. STILE& INTERLOCK CLUSTENDS RS (SEE BUCK NOTE SHEET 1) N SEE HEAD ANCHOR SCH. INCLUSTERSCALHORS Z m N AT SHEET 3 FOR QUANTITIES ANTRIES O MTG. STILE h INTERLOCK ENDS h ° �.•° SEE HEAD ANCHOR SCH. EDGE,DIST° °° °'� EDGE GIST. AT SHEET 3 FOR QUANTITIES Q Z la CONCIObE 3°KSI'M1N:<� �. a d N I - e AT HEAD O µl LL OWN o � = paoopp 0-6 i°JJ ry I. -I-. 20 li..!I I 1. I J m m g e l li! I I!! IL if 2 i li! 14 I I!I i!Ill 1 i 'II II! 1 m u 1 d m I!Iln + 1 nlI!I 1 � R a iiI I i i aO I O il. .ij I o F !I II o N d DC I I+ i 33 m fil II! N to = W z W I. :I z Ja ' M 9 — — --+-- ----- z ------------- — I I!! IT e r R ! i i I i hl Iii i 1 `� 0 8 II!I 1 I + I I I W z o�R rn 1 I I I I nI lil I I !! if II! I I I I jl. jl 1 I 34 � !11 III i i i !il Ij! I I I I I I I I i I 1 t2 I!1 1 1 i!I 1 IIt 11 II 2 I p I II J!i 1 WEEPS: Wt = 2-1/2" WEEP NOTCH AT SILL CENTER W2 - 1' NOTCH AT EACH END c I I I I O 26 I 1 I I I V I O I I v 1 u u I 1 I co I 2 I III III j � 1 5 I I I I 1 + C U O 13A .. �g5. •_ HIGH STRENGTH °c 77 . 1JON SHRINK .. .... .. .. .. \\\ F POURED @HARDENED ... ...... .. ... d \\ ��.......... a•d _ I.• .GROUT VC 5000 PSI MIN. '•CONCRETE•3 KSI VIN... I .�•.. ..� _`�� VGENBI••'•. % \ g 4 9 • .•I NOT BY'TECNOGLASS' AY SILL _ ° DGE DIST. W.$1223 a n d MUST TRANSFER SHEAR �' - '• " W1 4, LOADS TO STRUCTURE a a 4� 'SEE NOTE CONCRETE 3 KSI MIN. ° W2 AT SILL ' TYPICAL ANCHORS I ST drowingo no, i OR 6 O WG. STILE .. k INTERLOCK ENDS 3/31/2021 i� \p�'• \\ SEE SILL ANCHOR SCH. / •• \\ AT SHEET 3 FOR CAPACITY FL #27914 �� to tl\\\ sheet 5 of 1Q TYPICAL ANCHORS r' F IN CLUSTERS TYPICAL ANCHORS I O MTC. STILE 8:INTERLOCK ENDS IN CLUSTERS METAL 4 SEE HEAD ANCHOR SCH. AT SHEET 1 FOR QUANTITIES O MTG. STILE h INTERLOCK ENDS STRUCTURES N SEE HEAD ANCHOR SCH. AT (SEE SPEC BELOW) m N _ _______ _____ SHEET J FOR QUANTITIES Z e1 I N I� F.B.C. I I APPR'0 MULLION j I 4 f Z N al I SEE SEPARATE APPROAVL 1 EDGE DIST. o (SEE SPEC BELOW) I ^ 1 yNI Q Vn N oILo08 0a akz0 yZ0 <bof � IBY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY 'TECNOGLASS' MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND v n TRANSFER THEM TO THE BUILDING STRUCTURE. m TYPICAL ANCHORS: SEE ELEV. FOR SPACING —AT HEAD— S U 2TYPE 'A'- 1/4' X 2-3/4' KWIK-CON II+ BY 'HI TI' (Fu-138 KSI,Fy-t37 KSI) = J THRU 1BY OR 2BY WOOD BUCKS INTO CONCRETE 1-1/4" MIN. CONCRETE EMBEDMENT to I� (/) (/)01M N TYPE 'B'- 1/4' X 2-3/4" KWIK-CON II+ BY 'HI TI' (Fu-138 KSI,Fy-137 KSI) t; r1 ml DIRECTLY INTO CONCRETE, 2" MIN. EMBEDMENT 13 e TYPE 'C"- 1/4' DIA T Kc OR SELF-DRILUNr SCREWS (GRADE 5 CRS) N O z n INTO METAL STRUCTURES OR APPROVED MULLIONS I L)u0 a (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ^ F-1 < ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) — (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — J —AT SILL — — TYPE 'D'- 1/4' DIA. KWIK-CON II+ BY 'HILTI' (Fu-138 KSI,Fy-137 KSI) — DIRECTLY INTO CONCRETE, 2" MIN. EMBEDMENT — — `o T— AT IAMBS— — — — — — — — — -1 c �1/4' X 2-3- KWIK-CON II+ BY 'HI TI' (Fu-138 KSI,Fy-137 KSI) y THRU 18Y BUCKS INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBEDMENT INTO CONC. OR GROUT-FILLED BLOCKS I. 1/4' X 2-3/4" KWIK-CON II+ BY 'HI TI' (Fu-138 KSI,Fy-137 KSI) I c u INTO 2BY BUCKS OR WOOD STRUCTURE m o 1-1/2" MIN. PENETRATION INTO WOOD `1111111 Ilff7j °c 1/4* X 2-3/4' KWIK-CON II+ BY 'HI TI' (Fu-138 KSI,Fy-137 KSI) DIRECTLY INTO CONCRETE OR BLOCKS 2" MIN. EMBEDMENT INTO CONC. OR GROUT-FILLED BLOCKS TYPICAL D. DISTAN. 4 1/4" De TEKS OR CEIF-DRI IN. CREWS (GRADE 5 CRS) I INTO CONCRETE AND MASONRY = 2-1/2" MIN. _ No•51223 o INTO METAL STRUCTURES OR APPROVED MULLIONS INTO WOOD STRUCTURE = 1" MIN. (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS INTO METAL STRUCTURE = 3/4" MIN. ALUMINUM: 1/8" THK. MIN. (6063-TS MIN.) WOOD AT HEAD OR JAMBS SG = 0.55 MIN. 3I31IZOZ1 87 � � L;lwinSTEEL• 1/8"THK. MIN. (Fy - 36 KSI MIN.) CONCRETE AT HEAD, SILL OR JAMBS t'c - 3000 PSI MIN. �� S �` —2�II (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) _,(� � L. ( . — — — — — — — — — — — J C-90 FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. FL #27914 �y '11 j j1111` sheet 5.7of 10 r METAL U � STRUCTURE PANEL WIDTH � 1i N D.LO. 14 AT HEAD O 10 O AT SILL C' 11 z e � a a dd 01-^ ........._.___ ..._....-___..__ .. ....__..— _.. ... .. U wo0 d--m mot 21 �4'o Q b0: VI YIp {8yy 2w W - 1 I ---_- Jf7 8< F _ -- ----- ---- -- -- ----------- a f ----------- 29 no 3 9... TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2'MAX. SHIM D.L. OPG. SEE CHART 13 164 1/2'MAX, SHIM 8 n PANEL WIDTH BELOW SEE CHART FOR LIMITATIONS DOOR FRAME WIDTH BELOW FOR LIMITATIONS PANEL WIDTH TYPICAL ANCHORS EXTERIOR 9 j D.L.O. W (4) 1/4-20 X 3/4" M.S. 4 SEE ELEV. y J FOR SPACING AT 1-1/4'O.C. ~'�, � to 4� N N o (nanm 4 - --____-__ --_ __ m C93J z C)-_ - - - _ = --_ -_ • z U� TYPICAL ANCHORS SEE ELEV. .... 4'� FOR SPACING v� ALTERNATE TO v 21 9 JAMB FIXED STILE . p .__.__- O C ' u m _ u V � C W JAMB ANCHOR CAPACITY WITH SHIM > 1/4' DOOR FRAME WIDTH _ ° Gi LIMIT MAX. DESIGN LOADS AS SHOWN ` o o n FOR DOORS WITH 1/2"AND 3/8"SHIMS `\\\\1I111III, c .� 1/2'SHIPS 3/8'SHIMS w O PANEL WIDTH EXT.(+) EXT. (+) ,� '�;: \,10ENS4c �� m '1 4 INCHES INT. (-) INT. p EXTERIOR 30 131.0 131.0 = ND.81223 U 35 120.0 131.0 - '• '*= ii a} SILICONE 42 102.9 131.0 NOTE: Y o b DOWSIL 790 48 90,0 114.8 THIS CHART TO BE USED IN CONJUNCTION WITH HEAD/SILL �' gT `` drawing n0. ANCHOR CAPACITY(SHEET 3). 1/2'MAX.SHIM 54 80.0 102.0 LOWER DESIGN PRESSURE FROM GLASS, HEAD/SILL ANCHOR 3/31/2021 21-21 F SEE CHART 60 72.0 91.8 E . OR AMMS ANCHOR CHART SHALL CONTROL THE ENTIRE FL '27914 '���Si ` sheet 6 0110 FOR LIMITATIONS 111 N I I Z 4 n N � a� zx I I 11%C V� O z1 QQ d�`� " n r+i I m a t Ob oil sir ' V py.n1 ALT. I I 5 f 20 ALT. J, i O& ^ °o Ii jr,II Ilj 14 jjl III Ijl III �m'a�O 'l l!, I !I llj J C7 N Q J W 0 f Ill 111 I III Ijj Ill In I I! III il. .II jll III I ;I I�j J � jll III I Ijl III O O � , � D ALT. p N e 9 I I,. ZI L - --L--------- r------------ - - _= __._.=-_: vi N 0)n m o 2i o Z n l lii I I ul III i I I I cZ) 12r-- IiII I li! ------ __J 20 i lil li! i 2s c-o F.IF. aw 26 i i? �i ALT.ALT. i i n_ni it 5 EXTERIOR u I II I I, II 1 I I II II II ,I II N 13 y I II II I 11 II I I I I � II I II I I I 1 11 II � I I I� II II rl IL � I n -- - ------ c aI 0 0 N 15 I ```11\1111111J/� c W7 W2 No.01223 ' d ILLUSTRATED ALTERNATE DOOR FRAMES - • THIS SHEET SHOWS ALTERNATE DOOR FRAMES WITH OUTSIDE SCREEN OPTION. drawing no. HEAD/SILL/JAMB INSTALLATION FOR THESE FRAMES IS IDENTICAL TO 3/31/2021 ''� .p �� 21-21 F STANDARD FRAMES INSTALLATION AS SHOWN ON SHEETS 5 AND 6. FL #27914 11 sheet 7 of Q 5.499 2 235 U .187 r- -� J2.0621 9006u7 8 N 1.475 1.875 .188 1.812 1.913 1.375 u°ji m 7YP .250 1.613 1.1 I75 a F q .062 I 1.723 500 q v y0^ 20 F 1.234 O 2.085�2.806 I 0 W my U I�---5.016� �2.787� .344 LI-1.718-374---I II �pFRAME HEAD HEAD ADAPTER 13 SILL ANCHOR L1.569--1 Q M, 3.000 2.884 Gal g g o7e Q FIX. TOP RAIL O MOV. TOP RAIL 0 d°o I 5.016 .187 .250 0 H ♦m" N 1.718 1.569 Q w N us LL o 1.764 1.564 2 .125 .10 JOE (575< 2.254 .188 1.812 2.647 .500 Q W 0o1 F 2.274--1 2.594 2.376 4.562 2.313 v m 2.085 2.806 O LOCK STILE •060 1.396 .070 v� 6.066 1.906 11 $ n .243 1.768 860 I I I I to m to ALT. FRAME HEAD -1 I-1.254-I L.374- 5.562 L 1.674 9 J W 2.531 .078 -7iJ P5 .15s 860 1.913 11 MTG. STILE O FIX. BOTTOM RAIL O MOVING BOTTOM RAIL ti y N N r7 n 1.884� M 1.684 125 .158 �^1.569-y N Z Z J.375 TYP. F--2.750-»I .250 w U� 7- t0 INTERLOCK 2.187 1.768 -� rn F'M .587 2.218 1.792 1.125 II 2.313 i_ L 1.474 .070 4.562 I 4.872--�i 4.574 }I- 090 O FRAME SILL 1.564 I � 2.647 0 J 2.635 c u 1.000 1.076 y O1.07s 8ALT. MOVING BOTTOM RAIL 8 FIXED STILE ' �^-2.520-»� t-I I c u �i JAMB FRAME Q o --rr � ALT. FRAME JAMB '^ 3.375 .125 .250 I � / 2.688 1 .687 7 ND.81223 = d 1.584 �. I- - -� _ =4.872 $ .437 5.687 1-I I 3/31/2021 drawing no. © ALT. FRAME SILL 12 THRESHOLD FL #27914 .313 .31.1 t� I ,125 .125 n 7a .090 �OpV 6 O M U 1.939 d�yNwI 2.635 Q'OF G u U O M �n 6.380 6.380 O '{ a a O 090 C a t rrMZg 3.174 1.792 LL Z W u LL e _ M Jp�¢ .674 LJ1J 1 J IY IN�4 SZ IN"3 IZ IN�4 SY IN�3 � N 13.025 4.031 13.336 4.051 0 FREE STANDING FRAME JAMB FREE STANDING FRAME JAMB �^ 35 FIXED SIDE OPERABLE SIDE 9 JW K J~N ul't v M O 0 3 I O Z E 1 35 36 U o_R Wks vW �NN1m 8 (21 u N N C L c0 F!4R4i�i�� 35 � ��'•'�ICENBF'• �� a l o 21 a Z No.81223 MIN. & MAX. MIN. & MAX.CAP — SEE CHART EXTERIOR GAP SILICONE MAX.FRAME CAP SEE CHART DOWSIL 790 HEIGHT MIN. MAX. ST ; ��l awing no. FREE STANDING JAMB FREE STANDING JAMB DEPTH - 3/8' MIN. 84' 7/16' 3/4' 3/31/2021 '� I ♦ —21F 120• FIXED SIDE OPERABLE SIDE FL #27914 sheet 9 of 10 I N N G G N W r � � N� s \ � `IIII11111fff/// N r \ \ fJ r G G /f/1111111111 \ a N a sore: os-16-2I revisions: SERIES-2400ST ALUM SLD. GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION a'c no o e description >E TECNOGLASS, LLC 9360 SUNS T PRODUCT DEVELOPMENT C MIAMSUNSET DRIVE,SUITE 22( o N o a� �„ TARtO 3550 N.W. 49 STREET MIAMI,FLORIDA 33173 (C.A.N. 3538) —+ o MIAMI, FL. 33142 TEL(30s)264-SSOo FAX.(305)2626978 p ° W�.6Y• TEL (305) 636-5151 FAX. (305) 638-5158 COMP-ANL 21-21F-TG �L AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 27914 Date: 03/16/2021 Detailed Product Description: Manufacturer: TECNOGLASS, LLC. Manufacturer Address: 3550 N.W. 49 STREET—MIAMI, FL. 33142 Model Name: SERIES "2400ST" ALUMINUM SLIDING GLASS DOOR Maximum Load:+131 PSF,-131 PSF (Large Missile Impact) Installation Drawings#21-21F This product complies with the High Velocity Hurricane Zone (HVHZ)testing requirements. For maximum sizes, combination of span vs loads and anchor type refer to installation drawings. Comparative analysis used X Yes — No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTIO TEST LOCATION TEST REPORT TEST REPORT# Test N DATE Sealed by ASTM E283 Air Fenestration 06/25/2001 FTL-3106 Luis Figueredo, P.E. Infiltration Testing Lab, Inc 07/16/2010 FTL-6096 Jorge A. Causo, P.E. Leakage 03/16/2019 FTL-10469 Idalmis Ortega, P.E. Blackwater 01/24/2018 BT-ESW-18-001 Constantin Bortes, P.E. Testing, Inc. ASTM E331 Water Fenestration 06/25/2001 FTL-3106 Luis Figueredo, P.E. OR ASTM 547 Penetration Testing Lab, Inc 06/16/2005 FTL-4615 Edmundo Largaespada PE &TAS 202 07/16/2010 FTL-6096 Jorge A.Causo, P.E. 03/16/2019 FTL-10469 Idalmis Ortega, P.E. Blackwater 01/24/2018 BT-ESW-18-001 Constantin Bortes, P.E. Testing, Inc ASTM E330 Uniform Fenestration 06/25/2001 FTL-3106 Luis Figueredo, P.E. &TAS 202 Static Air Testing Lab, Inc 06/16/2005 FTL-4615 Edmundo Largaespada PE Press. 07/16/2010 FTL-6096 Jorge A. Causo, P.E. 03/16/2019 FTL-10469 Idalmis Ortega, P.E. Blackwater 01/24/2018 BT-ESW-18-001 Constantin Bortes, P.E. Testing, Inc ASTM F842 Forced Entry Fenestration 06/25/2001 FTL-3106 Luis Figueredo, P.E. Test Testing Lab, Inc 07/16/2010 FTL-6096 Jorge A. Causo, P.E. 03/16/2019 FTL-10469 Idalmis Ortega, P.E. Blackwater 01/24/2018 BT-ESW-18-001 Constantin Bortes, P.E. Testing, Inc. 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com I alfarooq@afceng.com